DWG 2025-04-02 Green & Hudson Parking Garage Repair Details.pdf
PDF 941 KB Posted
- Attached to
- Repair and Preventative Maintenance 2025
- Solicitation number
- 2120819
- Issued by
- Albany County, Albany City, New York
About this file
The file is a set of detailed engineering repair and maintenance drawings for the Green & Hudson Parking Garage in Albany, NY, prepared by O&S Associates. These technical drawings (SK-1 through SK-8) provide comprehensive repair specifications for various concrete and infrastructure elements, including partial depth slab repair, overhead repairs, concrete beam repair, wall repair, column repair, traffic bearing waterproofing membrane installation, and ground level asphalt paving repair. The drawings are dated 03-31-25 and include precise technical instructions for addressing concrete deterioration, membrane replacement, and structural reinforcement.
The repair documents specify multiple approved materials from manufacturers like Sika, Master Builders, Tremco, and BASF, with recommended products including Sikarepair SHB/SHA, EMACO R 320ci/350ci, and various waterproofing and joint sealant systems. Each drawing provides a detailed existing condition and repaired condition visualization, with step-by-step procedures for preparation, removal of damaged materials, installation of new reinforcement, and application of repair compounds. The technical specifications indicate a comprehensive approach to infrastructure maintenance, focusing on preserving structural integrity, preventing further deterioration, and ensuring long-term durability of the parking garage's concrete and asphalt surfaces.
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ASSOCIATES
ENGINEERS & ARCHITECTS
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SLAB P/T TENDONS
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%%UEXISTING CONDITION
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%%UREPAIRED CONDITION
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1 1/2" MIN.
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SK-1
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PARTIAL DEPTH SLAB REPAIR
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SCALE: N.T.S.
AutoCAD SHX Text REMOVE DELAMINATED/ SPALLED CONCRETE TO AN AVERAGE DEPTH OF 3" DEEP USING CHIPPING HAMMERS, WITHOUT DAMAGING/CUTTING ANY P/T TENDONS OR REINFORCEMENT
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POST-TENSIONING TENDONS TO REMAIN
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SAWCUT 1/2" DEEP AROUND PERIMETER OF REPAIR
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REMOVE EXISTING MEMBRANE @ REPAIR AREA
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EXISTING WATERPROOFING MEMBRANE
AutoCAD SHX Text REPAIR PROCEDURE: 1. MARK AREA OF REPAIR BY SOUNDING THE CONCRETE FLOOR IN THE PRESENCE OF ENGINEER. MARK AREA OF REPAIR BY SOUNDING THE CONCRETE FLOOR IN THE PRESENCE OF ENGINEER. 2. SAWCUT 1/2" DEEP AROUND PERIMETER OF REPAIR WITHOUT CUTTING ANY EMBEDDED REINFORCEMENT / P/T TENDONS. SAWCUT 1/2" DEEP AROUND PERIMETER OF REPAIR WITHOUT CUTTING ANY EMBEDDED REINFORCEMENT / P/T TENDONS. 3. REMOVE CONCRETE TO AN AVERAGE DEPTH 3" USING CHIPPING HAMMERS. REMOVE CONCRETE TO AN AVERAGE DEPTH 3" USING CHIPPING HAMMERS. 4. CLEAN SURFACE FREE OF DEBRIS AND PREPARE SURFACE TO RECEIVE CONCRETE. CLEAN SURFACE FREE OF DEBRIS AND PREPARE SURFACE TO RECEIVE CONCRETE. 5. SUPPLEMENT WITH #4 REBARS, IF ANY REBAR IS FOUND TO HAVE LOST MORE THAN 20% OF IT'S CROSS SECTIONAL AREA DUE TO CORROSION SUPPLEMENT WITH #4 REBARS, IF ANY REBAR IS FOUND TO HAVE LOST MORE THAN 20% OF IT'S CROSS SECTIONAL AREA DUE TO CORROSION AS DIRECTED BY THE ENGINEER. 6. APPLY GREASE AND INSTALL NEW PLASTIC SHEATHING OVER EXPOSED PORTION OF POST TENSIONING TENDONS. APPLY GREASE AND INSTALL NEW PLASTIC SHEATHING OVER EXPOSED PORTION OF POST TENSIONING TENDONS. 7. APPLY BONDING GROUT, PLACE, FINISH AND CURE CONCRETE,USING HIGH STRENGTH CONCRETE PATCHING MATERIALS TO PROVIDE A MINIMUM APPLY BONDING GROUT, PLACE, FINISH AND CURE CONCRETE,USING HIGH STRENGTH CONCRETE PATCHING MATERIALS TO PROVIDE A MINIMUM CONCRETE COVER OF 1 1/2" ABOVE REBARS. 8. PROVIDE TOOLED JOINT AROUND PERIMETER OF REPAIR AREA AND SEAL WITH TWO PART POLYURETHANE JOINT SEALANT. INSTALL NEW PROVIDE TOOLED JOINT AROUND PERIMETER OF REPAIR AREA AND SEAL WITH TWO PART POLYURETHANE JOINT SEALANT. INSTALL NEW WATERPROOFING MEMBRANE @ REPAIR AREAS
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NEW CONCRETE SURFACE TO PROVIDE MIN. 1 1/2" CLEAR COVER OVER EXISTING REBAR
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EXISTING REBARS AND P/T TENDONS TO REMAIN
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PROVIDE TOOL JOINT AND SEAL WITH JOINT SEALANT
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GREASE AND INSTALL NEW PLASTIC SHEATHING AROUND EXPOSED P/T TENDON
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3/4" MIN. BELOW REBAR
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MIN. 4" LAP WITH EXISTING MEMBRANE ALL AROUND
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NEW WATERPROOFING MEMBRANE (MATCH EXISTING)
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INSTALL TEMPORARY SHORING AS REQUIRED
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GREEN & HUDSON PARKING GARAGE
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ALBANY, NY
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REPAIR & PREVENTIVE MAINTENANCE
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DRAWN BY: E.C.
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DATE: 03-31-25
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SK-1
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SK-2
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OVERHEAD REPAIR DETAIL
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SCALE: N.T.S.
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SLAB P/T TENDONS TO REMAIN
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1/4" STAINLESSSTEEL PINS @ 6" O.C.
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POLYMER MODIFIED PATCHING MORTAR
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EXISTING BOTTOM REINFORCEMENT
AutoCAD SHX Text REPAIR PROCEDURE: 1. USING 15 lb CHIPPING HAMMERS, REMOVE DELAMINATED CONCRETE AROUND REBARS AND P/T USING 15 lb CHIPPING HAMMERS, REMOVE DELAMINATED CONCRETE AROUND REBARS AND P/T TENDONS WITHOUT DAMAGING P/T TENDONS. 2. REMOVE CONCRETE A MINIMUM OF 3/4" BEHIND EXISTING P/T TENDONS. REMOVE CONCRETE A MINIMUM OF 3/4" BEHIND EXISTING P/T TENDONS. 3. INSTALL 1/4" STAINLESS STEEL PINS @ 6" O.C. EACH WAY. INSTALL MINIMUM 2 PINS PER PATCH. INSTALL 1/4" STAINLESS STEEL PINS @ 6" O.C. EACH WAY. INSTALL MINIMUM 2 PINS PER PATCH.4. PATCH AREA USING POLYMER MODIFIED APPROVED PATCHING MATERIAL. PATCH AREA USING POLYMER MODIFIED APPROVED PATCHING MATERIAL.
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GREEN & HUDSON PARKING GARAGE
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ALBANY, NY
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REPAIR & PREVENTIVE MAINTENANCE
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DRAWN BY: E.C.
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DATE: 03-31-25
SK-2
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EXISTING CONCRETE BEAM
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3" AVG.
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3" AVG.
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DETERIORATED CONCRETE
AutoCAD SHX Text REMOVE ALL DELAMINATED & UNSOUND CONCRETE TO A MIN. OF " BEHIND REBARS USING 34" BEHIND REBARS USING CHIPPING HAMMERS
AutoCAD SHX Text EXISTING P/T TENDONS TO REMAIN, TYP. CONTRACTOR TO TAKE CARE NOT TO DAMAGE ANY P/T TENDONS
AutoCAD SHX Text SANDBLAST CLEAN EXPOSED MILD STEEL REINFORCING BARS TO REMOVE CORROSION DEPOSITS. BARS WHICH HAVE LOST CROSS SECTIONAL AREA IN EXESS OF 20% SHALL BE SUPPLEMENTED WITH ADDITIONAL & SPLICED WITH EXISTING (TYP.)
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%%UEXISTING CONDITION
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EXISTING CONCRETE BEAM
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%%UREPAIRED CONDITION
AutoCAD SHX Text PROVIDE TROWEL APPLIED CEMENTITIOUS REPAIR MORTAR & CURE AS PER MANUFACTURER'S RECOMMENDATIONS
AutoCAD SHX Text DRILL IN & EPOXY GROUT 3/8" S.S. PINS @ 6"O.C. (MIN. 2 PER REPAIR, MIN. 3" EMBEDMENT (TYP.)
AutoCAD SHX Text REPAIR PROCEDURE: 1. DETERMINE EXACT LOCATIONS OF DETERIORATED/UNSOUND CONCRETE BY SOUNDING OF BEAMS WITH THE USE OF HAMMERS, IN DETERMINE EXACT LOCATIONS OF DETERIORATED/UNSOUND CONCRETE BY SOUNDING OF BEAMS WITH THE USE OF HAMMERS, IN THE PRESENCE & AS DIRECTED BY THE ENGINEER IN THE FIELD. 2. PROVIDE " DEEP SAWCUT ALONG PERIMETER OF CONCRETE TO BE REMOVED. PROVIDE " DEEP SAWCUT ALONG PERIMETER OF CONCRETE TO BE REMOVED. 12" DEEP SAWCUT ALONG PERIMETER OF CONCRETE TO BE REMOVED. 3. REMOVE CONCRETE WITH CHIPPING HAMMERS (15 LB.) TO AN AVERAGE OF 3" ( " BEYOND EXISTING REINFORCING BARS). REMOVE CONCRETE WITH CHIPPING HAMMERS (15 LB.) TO AN AVERAGE OF 3" ( " BEYOND EXISTING REINFORCING BARS). 34" BEYOND EXISTING REINFORCING BARS). CONCRETE SHALL BE REMOVED TO A SUFFICIENT DEPTH ALONG PERIMETER TO FORM BUTT JOINT. CONTRACTOR SHALL EXERCISE EXTREME CARE NOT TO DAMAGE EXISTING P/T TENDONS DURING DEMOLITION. 4. SANDBLAST CLEAN EXISTING REINFORCING BARS TO REMOVE CORROSION DEPOSITS. SUPPLEMENT EXISTING REINFORCEMENT SANDBLAST CLEAN EXISTING REINFORCING BARS TO REMOVE CORROSION DEPOSITS. SUPPLEMENT EXISTING REINFORCEMENT WHERE LOSS IN CORSS-SECTIONAL AREA EXCEEDS 20% AND LAP WITH EXITING. 5. DRILL IN & EPOXY GROUT 1/4" STAINLESS STEEL PINS (MIN. 2 PER REPAIR) AT 6" O.C. EACH WAY. DRILL IN & EPOXY GROUT 1/4" STAINLESS STEEL PINS (MIN. 2 PER REPAIR) AT 6" O.C. EACH WAY.6. PROVIDE TROWEL APPLIED MORTAR IN LAYERS. LAYERS SHALL BE LIMITED IN THICKNESS. EXISTING CONCRETE SURFACE SHALL PROVIDE TROWEL APPLIED MORTAR IN LAYERS. LAYERS SHALL BE LIMITED IN THICKNESS. EXISTING CONCRETE SURFACE SHALL BE PREWET PRIOR TO APPLICATION. 7. CURE & PROTECT FINISHED REPAIR.CURE & PROTECT FINISHED REPAIR.
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SK-3
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OVERHEAD CONCRETE BEAM REPAIR DETAIL
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SCALE: N.T.S.
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GREEN & HUDSON PARKING GARAGE
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ALBANY, NY
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REPAIR & PREVENTIVE MAINTENANCE
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DRAWN BY: E.C.
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DATE: 03-31-25
SK-3
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FACE OF WALL
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INSTALL PATCH FLUSH WITH WALL
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SPALL OR DELAMINATION
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REMOVAL LIMITS
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GRIND OR SAWCUT PATCH PERIMETER 1/2" (TYP.)
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REMOVE CONCRETE WITHIN SECTION SHOWN
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SK-4
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WALL REPAIR - PARTIAL DEPTH
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SCALE: N.T.S.
AutoCAD SHX Text REINFORCEMENT (TYP.), LOCATIONS APPROXIMATE. CLEAN ALL EXPOSED REINF. PROVIDE 3/4" CLEARANCE AROUND ALL EXPOSED REINF.
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INSTALL " STAINLESS 14" STAINLESSSTEEL PINS @ 6" O.C. & EPOXY GROUT
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PATCH WITH NEW HIGH STRENGTH 5,000 PSI CONCRETE PATCHING MATERIAL
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GREEN & HUDSON PARKING GARAGE
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ALBANY, NY
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REPAIR & PREVENTIVE MAINTENANCE
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DRAWN BY: E.C.
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DATE: 03-31-25
SK-4
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2. EMACO R 320CI, EMACO R 350CI BY MASTER BUILDERS,
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1. SIKAREPAIR SHB OR SHA WITH LATEX R. BY SIKA, LYNDHURST, NEW JERSEY.
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DIVISION OF BASF CHEMICAL COMPANY
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%%UEXISTING CONDITION
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REMOVED 1/2" BEHIND REBARS
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DELAMINATED CONCRETE TO BE
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AND STIRRUPS
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EMBEDDED VERTICAL BARS
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SANDBLAST CLEAN EXISTING
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PATCH WITH NEW TROWEL
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APPLIED PATCHING
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MATERIAL
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%%UREPAIRED CONDITION
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SK-5
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COLUMN REPAIR DETAIL
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SCALE: 1" = 1'-0"
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%%UAPPROVED MATERIAL
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3. APPROVED EQUAL
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INSTALL 1/4" STAINLESS STEELBENT RODS. EMBED 4" INTO COLUMN USING EPOXY
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FORM AND POUR IF AREA IS LARGER THAN 10 FT. OR DESIRED
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GREEN & HUDSON PARKING GARAGE
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ALBANY, NY
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REPAIR & PREVENTIVE MAINTENANCE
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DRAWN BY: E.C.
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DATE: 03-31-25
SK-5
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SK-6
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TRAFFIC BEARING WATERPROOFING MEMBRANE
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SCALE: N.T.S.
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SHOT BLAST CLEAN THE FLOOR SLAB AND CURB AREA
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BASE COAT (30 MIL MIN.)
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WEAR COURSE WITH SILICA SAND (COLOR TO MATCH EXISTING) (18 MIL MIN.)
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LOCK COAT (12 MIL MIN.)
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STRUCTURAL SLAB
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%%UAPPROVED SYSTEMS:
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%%UNOTES:
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(1) CLEAN THE REPAIRED SLAB AREA & EXISTING MEMBRANE AS DIRECTED BY THE MEMBRANE MANUFACTURER TO INSTALL NEW MEMBRANE (2) TOTAL SYSTEM SHALL BE 60 MILS MINIMUM AND INSTALL MEMBRANE AS PER MANUFACTURER'S INSTRUCTIONS.
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1. "SIKALASTIC" 720/740 AS MANUFACTURED BY SIKA.
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2. "VULKEM 360 NF/950/951" AS MANUFACTURED BY TREMCO.
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PRIMER
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34" X " 34" COVE JOINT
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EXISTING PERIMETER WALL
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EXISTING CURB
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SANDBLAST/ PRESSURE WASH VERTICAL SURFACES
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GREEN & HUDSON PARKING GARAGE
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ALBANY, NY
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REPAIR & PREVENTIVE MAINTENANCE
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DRAWN BY: E.C.
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DATE: 03-31-25
SK-6
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SK-7
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CRACK/CONSTRUCTION/COVE JOINT REPAIR DETAIL
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SCALE: N.T.S.
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MASTER SEAL NP2
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%%UCRACK SEALANTS
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%%UAPPROVED MATERIALS
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SIKAFLEX - 2CSL
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VULKEM 45 SSL
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%%UCOVE JOINT
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%%UREPAIR PROCEDURE:
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%%UDETAIL A
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TREMCO
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%%UDETAIL D
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%%UOR APPROVED EQUAL
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BASF
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%%UDETAIL B
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%%UMANUFACTURER
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SIKA
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%%UDETAIL C
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ISOLATION JOINT
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BOND BREAKER
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TWO PART POLYURETHANE JOINT SEALANT
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BACKER ROD
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12" OR LARGER
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%%UDETAIL E
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TWO PART POLYURETHANE JOINT SEALANT
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CONCRETE SURFACE
AutoCAD SHX Text ROUT 1/2" x 1/2" V-GROOVE, PRIME SURFACE OF CRACK AND SEAL USING A TWO PART POLYURETHANE SEALANT
AutoCAD SHX Text SOUND CONCRETE (NEW CONCRETE SHALL BE FULLY CURED PRIOR TO INSTALLATION OF SEALANT)
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CRACKS 1/16" OR GREATER
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DETAIL COAT 30 MILS THICK OR URETHANE BASE COAT
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CRACKS 1/16" OR LESS
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GRIND SURFACES CLEAN
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NEW NON-SAG TWO COMPONENT POLYURETHANE SEALANT
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1. GRIND AND CLEAN CRACKS USING COMPRESSED AIR OR OTHER GRIND AND CLEAN CRACKS USING COMPRESSED AIR OR OTHER MEANS TO REMOVE DUST OR OTHER MATERIAL WHICH IMPAIR THE THE BOND OF THE NEW MATERIAL. 2. PRIME THE CRACKS AND SEAL WITH APPROVED MATERIALPRIME THE CRACKS AND SEAL WITH APPROVED MATERIAL
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DYMONIC-100
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TREMCO
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GREEN & HUDSON PARKING GARAGE
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ALBANY, NY
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REPAIR & PREVENTIVE MAINTENANCE
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DRAWN BY: E.C.
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DATE: 03-31-25
SK-7
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REMOVE ALL LOOSE ASPHALT AND DEBRIS
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POT-HOLE/SETTLED/ CRACKED ASPHALT PAVEMENT
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SAWCUT ALONG PERIMETER OF REPAIR AREA & APPLY TACK COAT TO ALL SURFACES
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EXISTING SUBGRADE TO REMAIN
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LOCATION OF ASPHALT REPAIR AREA
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LOCATION OF ASPHALT REPAIR AREA
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EXISTING ASPHALT TO REMAIN
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EXISTING ASPHALT TO REMAIN
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NEW 4"-6" ASPHALT PAVING TO MATCH EXITING SURFACE
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EXISTING SUBGRADE TO BE COMPACTED TO 95% DRY DENSITY
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EXISTING ASPHALT TO REMAIN
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EXISTING ASPHALT TO REMAIN
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EXISTING ASPHALT PAVING TO REMAIN
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NEW GRAVEL BASE
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SK-8
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GROUND LEVEL ASPHALT PAVING REPAIR DETAIL
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SCALE: N.T.S
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GREEN & HUDSON PARKING GARAGE
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ALBANY, NY
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REPAIR & PREVENTIVE MAINTENANCE
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DRAWN BY: E.C.
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DATE: 03-31-25
SK-8
| Sheets and Views |
| SK-001-SK-1 |
| SK-001-SK-2 |
| SK-001-SK-3 |
| SK-001-SK-4 |
| SK-001-SK-5 |
| SK-001-SK-6 |
| SK-001-SK-7 |
| SK-001-SK-8 |
File details come from the government source that posted it. Updated .